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JPS6123435B2 - - Google Patents

Info

Publication number
JPS6123435B2
JPS6123435B2 JP14380381A JP14380381A JPS6123435B2 JP S6123435 B2 JPS6123435 B2 JP S6123435B2 JP 14380381 A JP14380381 A JP 14380381A JP 14380381 A JP14380381 A JP 14380381A JP S6123435 B2 JPS6123435 B2 JP S6123435B2
Authority
JP
Japan
Prior art keywords
pipe
curved
pipes
existing
steel
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP14380381A
Other languages
Japanese (ja)
Other versions
JPS5846289A (en
Inventor
Koji Ikeda
Hironari Inagaki
Michio Toyofuku
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kurimoto Iron Works Ltd
Original Assignee
Kurimoto Iron Works Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kurimoto Iron Works Ltd filed Critical Kurimoto Iron Works Ltd
Priority to JP14380381A priority Critical patent/JPS5846289A/en
Publication of JPS5846289A publication Critical patent/JPS5846289A/en
Publication of JPS6123435B2 publication Critical patent/JPS6123435B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Pipeline Systems (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)

Description

【発明の詳細な説明】 この発明は、老朽化し、かつ中間が曲線管路と
なつている既設管路内に新管を配設する工法に関
するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a construction method for installing a new pipe in an existing pipe that is aging and has a curved pipe in the middle.

老朽化した既設管を新管に交換するに際し、新
管としてダクタイル直管を使用して、第1図に示
すように既設管路1の両端に竪坑2,3を設け、
その一方の竪坑2内に設置したジヤツキ4又は図
示しないウインチ等を利用して、先行のダクタイ
ル直管5の受口に後続のダクタイル直管5′の挿
口を嵌入し、以下同様にしてダクタイル直管を順
次接合しながら既設管路1内に配設して行く工法
は、既設管内配管工法として知られている。
When replacing an aging existing pipe with a new pipe, a ductile straight pipe is used as the new pipe, and shafts 2 and 3 are provided at both ends of the existing pipe line 1 as shown in Figure 1.
Using a jack 4 installed in one of the shafts 2 or a winch (not shown), etc., insert the socket of the subsequent ductile straight pipe 5' into the socket of the preceding ductile straight pipe 5, and then similarly. The method of installing straight pipes in the existing pipe line 1 while sequentially joining them is known as the existing pipe piping method.

ところでこのような工法は、第1図のように既
設管路1がほぼ直線状となつている場合は問題な
いが、第2図に示すように既設管路1′,1″の中
間に曲線管路6が形成されている場合は、前記の
ままでは新管はその長さが長いため、曲線管路6
部を通過することが不可能であり、それにも拘ら
ず同工法を施行しようとするならば、曲線管路6
部に図示しない第3の竪坑を設けなければならな
い。したがつてこの部分に交通事情や住宅事情等
の外部要因によつて竪坑を設けることができない
場合は、この工法を実施することができないとい
う不便があつた。
By the way, there is no problem with this construction method if the existing pipeline 1 is almost straight as shown in Figure 1, but if there is a curved line between the existing pipelines 1' and 1'' as shown in Figure 2. If the pipe line 6 is formed, the new pipe will have a long length as described above, so the curved pipe line 6 will be formed.
If it is impossible to pass through the section and the method is to be implemented in spite of this, curved pipe 6
A third shaft (not shown) must be provided in the section. Therefore, if it was not possible to construct a shaft in this area due to external factors such as traffic or housing conditions, there was the inconvenience that this construction method could not be implemented.

この発明は、前記のように既設管路に曲線管路
があつても実施することができて、従来の不便を
解消することができる既設管内配管工法を提供す
ることを目的とするものである。
An object of the present invention is to provide a piping construction method within an existing pipe that can be implemented even if the existing pipe has a curved pipe as described above, and can eliminate the conventional inconveniences. .

前記の目的を達成するために、この発明工法は
前記のような配管工法において、既設管路が中間
において曲線管路となつている場合、いずれかの
竪坑から曲線管路に向つてそれぞれ鋼製の短管又
は曲管を挿入して新曲線管路を形成した後、両竪
坑から前記新曲線管路に向つて鋼製直管を先頭に
して複数のダクタイル直管を受口に挿口を嵌入し
て順次接合しながら挿入し、先頭の鋼管の先端を
前記短管又は曲管の端部に当接させて溶接接合す
ることを特徴とするものである。この発明工法に
よれば、あらかじめ短管又は曲管によつて新曲線
管路を形成した後、この短管又は曲管の端部に複
数のダクタイル直管の先頭の鋼製直管の先端を接
合するので、既設管路の中間に曲線管路がある場
合でも、そこに竪坑を設ける必要がなく、新管の
挿入配置が可能となり、竪坑を設けるのに要する
施工費を節約できるとともに、竪坑を設けること
に伴う環境変化を生ずることがなくて、各種のト
ラブルの起るのを防止できる。
In order to achieve the above object, this invention method is used in the piping construction method as described above, when the existing pipe is a curved pipe in the middle, each pipe is made of steel from one of the shafts to the curved pipe. After inserting short pipes or curved pipes to form a new curved pipe, insert a plurality of ductile straight pipes into the sockets from both shafts toward the new curved pipe, with the steel straight pipe at the beginning. It is characterized in that the steel pipe is inserted while being fitted and joined in sequence, and the tip of the first steel pipe is brought into contact with the end of the short pipe or curved pipe and welded and joined. According to this invention method, after forming a new curved conduit in advance using short pipes or bent pipes, the tip of the steel straight pipe at the head of a plurality of ductile straight pipes is attached to the end of the short pipe or bent pipe. Since it is joined, even if there is a curved pipe in the middle of the existing pipe, there is no need to install a shaft there, and it is possible to insert a new pipe, which saves the construction cost required for installing a shaft. Since there are no environmental changes caused by the installation, various troubles can be prevented from occurring.

さらに新曲線管路を形成する短管又は曲管を鋼
製とし、この短管又は曲管の端部に鋼製直管の先
端を当接させて溶接により接合するので、曲線管
路の屈曲度が大きい場合でも、短管又は曲管の長
さを短くすることによりそれらが曲線管路を通過
することが可能となり、種々の複雑な既設管路に
おいての施工が可能となる。すなわち、短管又は
曲管と直管とを通常の嵌入接合方式で接合する場
合、短管又は曲管に受口を設けなければならず、
したがつてその長さを短くすることに限度があ
り、屈曲度の大きい曲線管路を通過することが不
可能となる場合があるが、前記のような溶接接合
方式とすることにより曲線管路の屈曲度に左右さ
れることがなくなる。また溶接接合方式とするこ
とにより接合部での漏洩や抜出しを確実に防止す
ることができ、嵌入接合方式のように水密部材や
離脱防止機構を設ける必要がなくなる。
Furthermore, the short pipe or bent pipe that forms the new curved pipe is made of steel, and the tip of the steel straight pipe is brought into contact with the end of the short pipe or bent pipe and joined by welding. Even in the case where the pipe diameter is large, by shortening the length of short pipes or curved pipes, they can pass through curved pipes, and construction in various complicated existing pipes becomes possible. In other words, when joining a short pipe or a curved pipe and a straight pipe using the normal fitting method, a socket must be provided in the short pipe or curved pipe.
Therefore, there is a limit to how short the length can be, and it may be impossible to pass through curved pipes with a large degree of bending. However, by using the welding method described above, curved pipes can be It is no longer affected by the degree of curvature. Further, by using the welding joining method, leakage and pull-out at the joint can be reliably prevented, and unlike the fit-in joining method, there is no need to provide a watertight member or a detachment prevention mechanism.

以下、この発明の実施例を第2図以降の図面を
参照して説明する。
Embodiments of the present invention will be described below with reference to FIG. 2 and subsequent drawings.

まず既設管路1′,1″,6内の錆こぶを適宜の
手段で除去する。
First, rust lumps in the existing pipes 1', 1'', and 6 are removed by appropriate means.

その後竪坑2又は3から曲線管路6に対応した
屈曲度をもち、かつ長さの短い鋼製曲管7を曲線
管路6に向つて挿入して該管路6内に据付ける。
この場合曲線管路6の屈曲度が大きくて曲管7を
通過させることができない場合は、この曲管7を
より長さの短い複数の短管に分割して順次管路6
内に挿入した後、それらの当接部を管路6内にお
いて溶接により接合して曲管7を形成することと
なる。
Thereafter, a bent steel pipe 7 having a bending degree corresponding to the curved pipe line 6 and having a short length is inserted from the shaft 2 or 3 toward the curved pipe line 6 and installed in the curved pipe line 6.
In this case, if the degree of curvature of the curved pipe 6 is too large to allow the curved pipe 7 to pass through, the curved pipe 7 is divided into a plurality of shorter pipes and the pipes 6 are successively
After being inserted into the pipe, the abutting portions thereof are joined by welding within the pipe line 6 to form the curved pipe 7.

ついで第3図に示すように、竪坑2から従来工
法と全く同様にジヤツキ4を利用して、先頭には
後端に受口を形成した鋼製直管9を、ついでダク
タイル直管5を挿入して、鋼管9の受口に後続の
ダクタイル管5の挿口を嵌入することによつて接
合し、ついで同様のことを繰返えしてダクタイル
管を順次接合しながら既設管路1′内に挿入す
る。
Next, as shown in Fig. 3, a straight steel pipe 9 with a socket formed at the rear end is inserted into the shaft 2 using a jack 4 in the same manner as in the conventional construction method, and then a ductile straight pipe 5 is inserted into the shaft 2. Then, the following ductile pipe 5 is joined by fitting the socket into the socket of the steel pipe 9, and then the same process is repeated to join the ductile pipes one after another while inserting the pipe into the existing pipe 1'. Insert into.

ついで鋼管9の先端が第4図に示すように、鋼
管7の端部に当接したら、その当接部を管路6内
において溶接により接合する。
Next, as shown in FIG. 4, when the tip of the steel pipe 9 comes into contact with the end of the steel pipe 7, the abutting part is joined within the pipe line 6 by welding.

ついで第5図に示すように、竪坑3から前記と
全く同様にして鋼管9′を先頭にしてダクタイル
管5,5′を既設管路1″内に挿入して、その先頭
の鋼管9′の先端を鋼管7の端部に溶接して接合
する(第6図)。
Next, as shown in FIG. 5, ductile pipes 5, 5' are inserted from the shaft 3 into the existing pipe line 1'' with the steel pipe 9' at the beginning in exactly the same manner as described above, and the steel pipe 9' at the beginning is inserted. The tip is welded to the end of the steel pipe 7 (FIG. 6).

第7図には曲線管路6′,6″が2個所ある場合
が示されており、この場合にはその中間の直管路
1は曲線管路6′,6″部を通過できるように短
い長さの複数の鋼製短管10を溶接接合すること
によつて形成され、この短管10は鋼製曲管7,
7′が据付けられる前に直管路1に据付けられ
る。
Fig. 7 shows a case where there are two curved pipes 6', 6'', and in this case, the straight pipe 1 in the middle can pass through the curved pipes 6', 6''. It is formed by welding and joining a plurality of short steel tubes 10, and this short tube 10 is formed by welding together a plurality of short steel tubes 10.
7' is installed in the straight line 1 before it is installed.

なお前記の各実施例における受口、挿口による
ダクタイル管5,5′接合部は、従来から慣用さ
れている構造のものとするので、細部の説明は省
略し、またその向きが逆、すなわち後続管の前端
に受口があり、先行管の後端に挿口があつてもよ
い。
Note that the ductile pipes 5 and 5' joints by sockets and insertion ports in each of the above embodiments have a structure that has been conventionally used, so a detailed explanation is omitted, and the direction is reversed, i.e. The trailing tube may have a socket at its front end, and the leading tube may have an inlet at its rear end.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は典形的な従来の既設管内配管工法の概
略説明図、第2図ないし第6図はこの発明による
工法の遂時概略説明図、第7図はこの発明による
工法の他の施工例の概略説明図である。 1,1′,1″,1……既設管路、2,3……
竪坑、5,5′……ダクタイル直管、6,6′,
6″……曲線管路、7,7′……鋼製曲管、9,
9′……鋼製直管。
Fig. 1 is a schematic explanatory diagram of a typical conventional existing piping construction method, Figs. 2 to 6 are temporary schematic explanatory diagrams of the construction method according to the present invention, and Fig. 7 is another construction method using the construction method according to the present invention. It is a schematic explanatory drawing of an example. 1, 1', 1'', 1...Existing pipe, 2, 3...
Vertical shaft, 5,5'...Ductile straight pipe, 6,6',
6″...Curved pipe, 7, 7′...Steel curved pipe, 9,
9'...Steel straight pipe.

Claims (1)

【特許請求の範囲】[Claims] 1 既設管路が側面で開口する竪坑を管路の両端
に設けて、この両坑を利用して既設管路内に新管
を配設する配管工法において、前記管路が中間に
おいて曲線管路となつている場合、いずれかの竪
坑から曲線管路に向つてそれぞれ鋼製の短管又は
曲管を挿入して新曲線管路を形成した後、両竪坑
から前記新曲線管路に向つて鋼製直管を先頭にし
て複数のダクタイル直管を受口に挿口を嵌入して
順次接合しながら挿入し、先頭の鋼管の先端を前
記短管又は曲管の端部に当接させて溶接接合する
ことを特徴とする既設管内配管工法。
1 In a piping construction method in which a vertical shaft that opens on the side of an existing pipe is provided at both ends of the pipe, and a new pipe is installed within the existing pipe using these two shafts, the pipe has a curved pipe in the middle. In this case, after forming a new curved pipeline by inserting a steel short pipe or curved pipe from either shaft toward the curved pipeline, from both shafts toward the new curved pipeline. A plurality of ductile straight pipes are inserted into the sockets with the steel straight pipe at the beginning, and are sequentially joined while the ends are brought into contact with the ends of the short pipes or curved pipes. A method of piping inside existing pipes that is characterized by welding and joining.
JP14380381A 1981-09-14 1981-09-14 Method of construction of piping in existing pipe Granted JPS5846289A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14380381A JPS5846289A (en) 1981-09-14 1981-09-14 Method of construction of piping in existing pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14380381A JPS5846289A (en) 1981-09-14 1981-09-14 Method of construction of piping in existing pipe

Publications (2)

Publication Number Publication Date
JPS5846289A JPS5846289A (en) 1983-03-17
JPS6123435B2 true JPS6123435B2 (en) 1986-06-05

Family

ID=15347337

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14380381A Granted JPS5846289A (en) 1981-09-14 1981-09-14 Method of construction of piping in existing pipe

Country Status (1)

Country Link
JP (1) JPS5846289A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0693818B2 (en) * 1986-07-04 1994-11-24 隆生 佐藤 Pest control method

Also Published As

Publication number Publication date
JPS5846289A (en) 1983-03-17

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